CN109537522A - The application method of utricule structure, anti-siltation device and anti-siltation device - Google Patents
The application method of utricule structure, anti-siltation device and anti-siltation device Download PDFInfo
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- CN109537522A CN109537522A CN201910064127.2A CN201910064127A CN109537522A CN 109537522 A CN109537522 A CN 109537522A CN 201910064127 A CN201910064127 A CN 201910064127A CN 109537522 A CN109537522 A CN 109537522A
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- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 239000011248 coating agent Substances 0.000 claims description 15
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- 238000010276 construction Methods 0.000 abstract description 11
- 238000000151 deposition Methods 0.000 abstract description 7
- 230000007613 environmental effect Effects 0.000 abstract description 5
- UZVHFVZFNXBMQJ-UHFFFAOYSA-N butalbital Chemical compound CC(C)CC1(CC=C)C(=O)NC(=O)NC1=O UZVHFVZFNXBMQJ-UHFFFAOYSA-N 0.000 description 11
- 230000000994 depressogenic effect Effects 0.000 description 11
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- RAFZYSUICBQABU-HMMYKYKNSA-N Phytal Chemical compound CC(C)CCCC(C)CCCC(C)CCC\C(C)=C\C=O RAFZYSUICBQABU-HMMYKYKNSA-N 0.000 description 6
- RAFZYSUICBQABU-QYLFUYDXSA-N Phytal Natural products CC(C)CCC[C@@H](C)CCC[C@@H](C)CCC\C(C)=C/C=O RAFZYSUICBQABU-QYLFUYDXSA-N 0.000 description 6
- RAFZYSUICBQABU-UHFFFAOYSA-N phytenal Natural products CC(C)CCCC(C)CCCC(C)CCCC(C)=CC=O RAFZYSUICBQABU-UHFFFAOYSA-N 0.000 description 6
- 239000011241 protective layer Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 239000013049 sediment Substances 0.000 description 4
- 239000004576 sand Substances 0.000 description 3
- -1 240 Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 2
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- 238000012423 maintenance Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 229920002994 synthetic fiber Polymers 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 241000209202 Bromus secalinus Species 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
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- 239000000203 mixture Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/02—Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
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- Structural Engineering (AREA)
- Apparatus For Making Beverages (AREA)
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Abstract
The present invention relates to a kind of utricule structures, the application method of anti-siltation device and anti-siltation device.Anti- siltation device includes utricule component and water pump.The size of utricule component and the size of sinkage dock pit to be filled match after water-filling, and utricule component includes at least one utricule structure.According to the size of sinkage dock pit part to be filled, the quantity of utricule structure is selected, according to multiple utricule structures, multiple utricule structures are set side by side.Water pump is connected at the filling opening of capsule ontology of utricule structure, starts water pump, the water-filling into the cavity of capsule ontology.As the water in cavity is more and more, utricule component gradually becomes to sink again, and then sinks in sinkage dock pit part to be filled.Therefore, silt can not be fallen into sinkage dock pit, play the effect for preventing silt from depositing in sinkage dock pit.Meanwhile anti-siltation device construction is simple is quick, when construction, will not impact Ecology and water environment, and reusable, have the characteristics that environmental protection and energy saving, economic convenient.
Description
Technical field
The present invention relates to sediment siltation technical field need to be prevented, more particularly to a kind of utricule structure, anti-siltation device and
The application method of anti-siltation device.
Background technique
Sinkage dock pit refers to since the depth of water is inadequate in rivers,lakes and seas, is formed by dell by digging deep riverbed or sea bed, should
Dell is for allowing floating dock that can sink to necessary depth, to carry out shipbuilding, maintenance or service work, within remaining time
It then leaves unused useless.Wherein, floating dock abbreviation floating dock, be it is a kind of be mainly used for repairing, the engineering ship of shipbuilding, it may also be used for it is heavy to salvage
Ship transports the navigation channel etc. that deepwater ship passes through shallow water.
In sinkage dock pit lay-up period, since sinkage dock pit is very deep, near mud, soil or sand, can water flow, ocean current, wave,
It is mobile to the profundal zone of sinkage dock pit under the action of storm tide etc., and do not return to phytal zone, ultimately cause the siltation of sinkage dock pit and
It shoals.Even if shallow water transition region is also at blank state during sinkage dock pit work, which is also easy siltation and shoals, and straight
Connect the depth of water for influencing profundal zone.Conventional sinkage dock pit dredging uses dredging method, but dredges method and there is pollution water environment, be constructed into
In place of the deficiencies of this height, difficult dredging markets disposition.
Summary of the invention
Based on this, it is necessary in view of the above-mentioned problems, provide a kind of utricule structure that can prevent sinkage dock pit from depositing and shoaling,
The application method of anti-siltation device and anti-siltation device.
A kind of utricule structure, including capsule ontology, the side wall of the capsule ontology surround a cavity, on the side wall of the capsule ontology
The filling opening being connected with the cavity is offered, the filling opening is for connecting water pump, the ruler of the capsule ontology after water-filling
The very little size with the sinkage dock pit is adapted.
Utricule structure when in use, is moved to the top of sinkage dock pit by above-mentioned utricule structure.Water pump is connected to capsule ontology
Filling opening at, start water pump, the water-filling into the cavity of capsule ontology.As the water in cavity is more and more, utricule structure by
Gradually sink, and then sinks in sinkage dock pit.Since the size of capsule ontology after water-filling is adapted with the size of sinkage dock pit, sink
The utricule structure entered into sinkage dock pit being capable of fill part or the whole sinkage dock pits of filling.Due to the utricule structure filling portion after water-filling
Point or fill whole sinkage dock pits, accordingly it is possible to prevent silt is fallen into sinkage dock pit, playing prevents silt from depositing in sinkage dock pit
Effect.Meanwhile utricule structure construction is simple and fast, when construction, will not impact Ecology and water environment, and repeatable make
With having the characteristics that environmental protection and energy saving, economic convenient.
Be also provided with inflating port on the side wall of the capsule ontology in one of the embodiments, the inflating port with it is described
Cavity is connected, and the inflating port is for connecting air pump.
In one of the embodiments, further include tendons skeleton, tendons skeleton setting in the cavity, and with the capsule
The inner wall of ontology is connected.
The tendons skeleton includes at least one reinforcing strip in one of the embodiments, and the reinforcing strip is set to described
In capsule ontology, and the cavity is divided into the accommodating chamber of at least two mutually separated settings, is offered at least in the reinforcing strip
One intercommunicating pore, the intercommunicating pore are connected to the two neighboring accommodating chamber.
A kind of anti-siltation device, comprising:
Utricule component, including at least one utricule structure as described above, if the utricule structure is one, the utricule
Structure can be set in sinkage dock pit；If the utricule structure be it is multiple, it is heavy that multiple utricule structures can be juxtaposed on
In the hole of depressed place；And
At least one water pump, at least one water pump is connected at the filling opening of each capsule ontology, and the water pump is used
In to the cavity water-filling, the size of the utricule component and the size of sinkage dock pit to be filled after water-filling match.
Above-mentioned anti-siltation device when in use, according to the size of sinkage dock pit to be filled, after selecting one or more water-fillings
The compatible utricule structure of size forms utricule component.If desired multiple utricule structures are used, multiple utricule structures are set side by side
It sets, so that the size of size and sinkage dock pit after the utricule component water-filling formed matches.Utricule component is moved to sinkage dock pit
Top.Water pump is connected at the filling opening of capsule ontology, starts water pump, the water-filling into the cavity of capsule ontology.With in cavity
Water it is more and more, utricule component gradually becomes to sink again, and then sinks in sinkage dock pit.Due to the utricule component after water-filling
Size and the size of sinkage dock pit match, therefore the utricule component sunk in sinkage dock pit can fill sinkage dock pit.Due to water-filling
Rear utricule component fills sinkage dock pit, therefore, silt can not be fallen into sinkage dock pit, and playing prevents silt from depositing in sinkage dock pit
Effect.Meanwhile anti-siltation device construction is simple is quick, when construction, will not impact Ecology and water environment, and repeatable
It uses, has the characteristics that environmental protection and energy saving, economy are convenient.
The height of the utricule component is greater than or equal to the depth of the sinkage dock pit in one of the embodiments,.
It in one of the embodiments, further include weight coating, the weight coating is set to the bottom of the utricule component.
A kind of application method of anti-siltation device, comprising the following steps:
According to the size of sinkage dock pit part to be filled, the size phase after water-filling with sinkage dock pit part to be filled is selected
The utricule component matched, the utricule component include at least one utricule structure, if the utricule structure is multiple, multiple capsules
Body structure is set side by side；
The utricule component is transported to the top of the sinkage dock pit, wherein the utricule structure includes capsule ontology, described
The side wall of capsule ontology surrounds a cavity, offers the filling opening being connected with the cavity on the side wall of the capsule ontology；
By the filling opening to the cavity water-filling, so that the utricule component gradually becomes sinks to the sinkage dock pit again,
And fill the part to be filled of the sinkage dock pit.
A kind of application method of anti-siltation device, according to the size of sinkage dock pit to be filled, the one or more water-fillings of selection
The compatible utricule structure of size forms utricule component afterwards.If desired multiple utricule structures are used, multiple utricule structures are arranged side by side
Setting, so that the size of size and sinkage dock pit part to be filled after the utricule component water-filling formed matches.By utricule component
It is moved to the top of sinkage dock pit.Water pump is connected at the filling opening of capsule ontology, starts water pump, filled into the cavity of capsule ontology
Water.As the water in cavity is more and more, utricule component gradually becomes to sink again, and then sinks to sinkage dock pit part to be filled
It is interior.Since the size of the utricule component after water-filling and the size of sinkage dock pit part to be filled match, sinkage dock pit is sunk to
Interior utricule component can fill sinkage dock pit.Since the utricule component after water-filling fills sinkage dock pit, it is heavy that silt can not be fallen into
In the hole of depressed place, the effect for preventing silt from depositing in sinkage dock pit is played.Meanwhile anti-siltation device construction is simple is quick, when construction not
Ecology and water environment can be impacted, and reusable, have the characteristics that environmental protection and energy saving, economy are convenient.
The step of utricule component is transported to the top of the sinkage dock pit in one of the embodiments, include:
To the empty interacvity air-filling of the capsule ontology, so that the utricule component can float on the top of the sinkage dock pit.
In one of the embodiments, by the filling opening to the cavity water-filling, so that the utricule component is gradually
The sinkage dock pit is sunk in change again, and after the step of filling the part to be filled of the sinkage dock pit further include:
When needing using the sinkage dock pit, the water in the cavity is discharged, shrivels the capsule ontology；Institute after shriveling
Capsule ontology is stated to be attached on the inner wall of the sinkage dock pit；Or
When needing using the sinkage dock pit, the water in the cavity is discharged, and to the empty interacvity air-filling, so that described
Utricule component in the sinkage dock pit by floating；The utricule component is transported out of into the sinkage dock pit.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of anti-siltation device in a state of use in an embodiment；
Fig. 2 is the sectional view of anti-siltation device shown in FIG. 1 in a state of use；
Fig. 3 be it is shown in FIG. 1 it is anti-siltation device before use in the state of sectional view；
Fig. 4 is the cross-sectional view of anti-siltation device shown in FIG. 1；
Fig. 5 is the enlarged drawing in Fig. 4 at A.
Description of symbols:
10, anti-siltation device, 100, sinkage dock pit, 200, utricule component, 210, cavity, 220, utricule structure, 221, muscles and bones
Frame, 222, reinforcing strip, 223, accommodating chamber, 230, weight coating, 240, protective layer, 300, water pump, 400, air pump, B, the water surface.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing to the present invention
Specific embodiment be described in detail.Many details are explained in the following description in order to fully understand this hair
It is bright.But the invention can be embodied in many other ways as described herein, those skilled in the art can be not
Similar improvement is done in the case where violating intension of the present invention, therefore the present invention is not limited to the specific embodiments disclosed below.
It should be noted that it can directly on the other element when element is referred to as " being fixed on " another element
Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it, which can be, is directly connected to
To another element or it may be simultaneously present centering elements.Term as used herein " vertical ", " horizontal ", " left side ",
" right side " and similar statement for illustrative purposes only, are not meant to be the only embodiment.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention
The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.Each technical characteristic of embodiment described above can carry out arbitrarily
Combination, for simplicity of description, it is not all possible to each technical characteristic in above-described embodiment combination be all described, so
And as long as there is no contradiction in the combination of these technical features, it all should be considered as described in this specification.
Referring to Fig. 1, the anti-siltation device 10 in an embodiment, convenient heavy for preventing shoal materials in sinkage dock pit 100
The use in depressed place hole 100.Wherein, silt is mainly derived from two reasons in sinkage dock pit 100, first is that around sinkage dock pit 100
Silt hydrodynamic force or own wt effect under to the direction of 100 profundal zone of sinkage dock pit slide, cause the silt of sinkage dock pit 100
Product；It is another the reason is that the silt of water float floats with water flow to after the top of sinkage dock pit 100, sink because hydrodynamic force weakens, cause
The siltation of sinkage dock pit 100.Sinkage dock pit 100 shoals after depositing, and the influence to its function and effect is very big, and floating dock can therefore can not
Specified depth is sunk to, thus the manufacture, maintenance and service work of ship can not be carried out.Sinkage dock pit 100 is general very deep, to change
When shallow sinkage dock pit 100 is cleared up, silt is difficult to be cleaned, and corresponding dredging engineering cost is high, and time-consuming.
Especially, the generally construction of sinkage dock pit 100 is on sea area, since the energy that sea area wave or storm tide are carried under one's arms is very strong
Greatly, the quantity of sand and mud that can be driven is very big, therefore, especially when encountering typhoon, it is easy to sinkage dock pit 100 be caused to deposit.Edge
There is typhoon for several times in Haiti area every year, shoals after depositing to sinkage dock pit 100 and brings great risk, causes every year to sinkage dock pit
100 dredging or maintainability silt cleaning up cost are high, substantially increase the operation and management cost of sinkage dock pit 100.
Please refer to figs. 2 and 3 together, and specific in the present embodiment, anti-siltation device 10 is including utricule component 200 and at least
One water pump 300 (as shown in Figure 5), the size and the size phase of sinkage dock pit 100 to be filled of the utricule component 200 after water-filling
Match.Wherein, utricule component 200 includes at least one utricule structure 220, and utricule structure 220 includes capsule ontology, the side wall of capsule ontology
A cavity 210 is surrounded, the filling opening being connected with cavity 210 is offered on the side wall of capsule ontology, water pump 300 is connected to filling opening
Place, water pump 300 are used for 210 water-filling of cavity.The size of capsule ontology after water-filling is adapted with the size of sinkage dock pit 100.
Wherein, the size of the capsule ontology after water-filling is adapted the capsule it is to be understood that after water-filling with the size of sinkage dock pit 100
The size of ontology and the overall dimensions of sinkage dock pit 100 match, or match with the portion size of sinkage dock pit 100.And phase
Shape and size with the structure that can be understood as two connected components or the part that is in contact are consistent or two knots being in contact
The shape and size on the surface of structure are consistent.
In one embodiment, utricule component 200 may include a utricule structure 220, then the size of the capsule ontology after water-filling
Match with the overall dimensions of sinkage dock pit 100 to be filled, an at least water pump 300 is connected at the filling opening of capsule ontology.
In another embodiment, utricule component 200 may include multiple utricule structures 220, wherein the single utricule after water-filling
The capsule body dimension of structure 220 matches with the part-structure size of sinkage dock pit 100.Multiple utricule structures 220 are set side by side, shape
At 200 water-filling of utricule component after size and the overall dimensions of sinkage dock pit 100 to be filled match, multiple utricule structures
220 can be juxtaposed in sinkage dock pit 100 to be filled.Plurality of utricule structure 220 can be in the depth of sinkage dock pit 100
It is stacked, can also be set side by side in the width direction of sinkage dock pit 100 or length direction on direction.Wherein, sinkage dock pit 100
Depth refer to the bottom wall of 100 profundal zone of sinkage dock pit to the vertical distance of 100 top surface of sinkage dock pit.
Wherein, sinkage dock pit 100 to be filled can be entire sinkage dock pit 100, can be a part of sinkage dock pit 100.?
In practical application, the specifically used how many a utricule structures 220 of filling sinkage dock pit 100 form utricule component 200 and need according to heavy depressed place
It cheats shape, depth and the length of 100 parts to be filled and determines, as long as making the size of the utricule component 200 after water-filling and sinking
The size that 100 parts to be filled are cheated in depressed place matches.
Above-mentioned anti-siltation device 10 when in use, according to the size of sinkage dock pit 100 to be filled, selects one or more to fill
The compatible utricule structure 220 of size forms utricule component 200 after water.If desired multiple utricule structures 220 are used, by multiple capsules
Body structure 220 is set side by side, so that the size of size and sinkage dock pit 100 after 200 water-filling of utricule component formed matches.It will
Utricule component 200 is moved to the top of sinkage dock pit 100, so that utricule component 200 is bubbled through the water column on B.Water pump 300 is connected to capsule
At the filling opening of ontology, start water pump 300, the water-filling into the cavity 210 of capsule ontology.Increasingly with the water in cavity 210
More, utricule component 200 gradually sinks, and then sinks in sinkage dock pit 100.Due to the utricule component 200 after water-filling size with
The size of sinkage dock pit 100 is adapted, therefore the utricule component 200 sunk in sinkage dock pit 100 can fill sinkage dock pit 100.By
Utricule component 200 after water-filling fills sinkage dock pit 100, and therefore, silt can not be fallen into sinkage dock pit 100, and playing prevents silt
The effect deposited in sinkage dock pit 100.Meanwhile 10 construction is simples of anti-siltation device are quick, when construction, will not be to Ecology and water
Environment impacts, and reusable, has the characteristics that environmental protection and energy saving, economy are convenient.
Sinkage dock pit 100 in one embodiment, in the width direction, including be located at intermediate and flat bottom wall profundal zone and
Positioned at edge and bottom wall is in inclined-plane or the shallow water transition region of cambered surface；Profundal zone is the key operation area of sinkage dock pit 100.From depth
Pool is to natural stream channel or sea bed, and using segmentation gentle slope form, shallow water transition region is consequently formed in gradually transition, to reduce silt
Slump or siltation.Certainly, in another embodiment, sinkage dock pit 100 can also use vertical shaft type or U-shaped structure form.
When sinkage dock pit 100 is completely idle, needs to be filled entire sinkage dock pit 100, avoid the deep water of sinkage dock pit 100
The sediment siltation in area and shallow water transition region.One or more utricule structures 220 need to be selected to form utricule component 200, to entire heavy
Depressed place hole 100 is filled.
When sinkage dock pit 100 during operation, shallow water transition region is also at blank state, the area it is easy to form siltation shoal,
And directly affect the depth of water of profundal zone.Therefore, one or more utricule structures 220 can be set in the phytal zone of sinkage dock pit 100
Utricule component 200 is formed, so that the filling of utricule component 200 is in the phytal zone of blank state, is avoided under use state
Profundal zone sediment siltation.
In one embodiment, the shape of single capsule ontology is polyhedron.Wherein the roof of single capsule ontology is plane, and side wall is
Vertical plane, bottom wall are to match with the roof of another capsule ontology or the bottom wall of sinkage dock pit 100 being in contact.Specific to the present embodiment
In, the bottom wall for the capsule ontology being in contact with the bottom wall of 100 profundal zone of sinkage dock pit is plane, and is connected with 100 phytal zone of sinkage dock pit
The bottom wall of the capsule ontology of touching is inclined-plane or cambered surface.
Certainly, in other embodiments, the shape of capsule ontology may be that other are easy the shape that accumulation is laid with.
Specific in the present embodiment, capsule ontology is using high intensity, tension, resistance to compression, rub resistance, waterproof, air-locked material
Material is made, to guarantee the stability of capsule ontology in a state of use.Specifically, capsule ontology is done by high strength synthetic fibre fabric
At.
It please refers to Fig. 4 and Fig. 5, in an embodiment, at least two filling openings is offered on capsule ontology, and at each filling opening
It is provided with water pump 300.A wherein at least filling opening is water inlet, and water pump 300 is facilitated to fill by the filling opening into cavity 210
Water.At least another filling opening is water outlet, facilitates water pump 300 that the water in cavity 210 is discharged by the filling opening, and then conveniently
The reuse of capsule ontology.
Specifically, at least a filling opening is opened on the side wall of capsule ontology one end, and at least another filling opening is opened in capsule sheet
On the side wall of the opposite other end of body.When the size of capsule ontology is larger, the convenient filling opening that passes through is to the cavity 210 of capsule ontology
Interior water-filling.
Further, one end of capsule ontology and the other end are one end and the other end in capsule body length direction, Jin Ergeng
It is convenient to capsule ontology progress water-filling to add.
Specific in the present embodiment, water pump 300 is two way water pump, can realize water inlet and draining in same filling opening.When
So, in other embodiments, water pump 300 can also be one-way water pump, and a wherein at least water pump 300 is intake pump, at least another
For draining pump.
In one embodiment, utricule structure 220 further includes aqueduct (not shown), and one end of aqueduct is connected to filling opening
Place, the other end of aqueduct are connected with water pump 300.It can be avoided water pump 300 by aqueduct to be directly connected on capsule ontology,
And then avoid water pump 300 when utricule component 200 is sunk in sinkage dock pit 100, sinkage dock pit 100 is also sunk to therewith, influences water pump 300
The stability of work.
Specifically, utricule structure 220 further includes sealing valve (not shown), and sealing valve is set on water pump 300 or leads
On water pipe.The circulation of water in cavity 210 can be controlled by sealing valve, while reinforcing the watertightness of cavity 210 and aqueduct.
In one embodiment, inflating port is also provided on the side wall of capsule ontology, inflating port is connected with cavity 210.Anti- siltation
Device 10 further includes air pump 400, and air pump 400 is connected at the inflating port of capsule ontology.It can be to the sky of capsule ontology by air pump 400
Inflation in chamber 210 enables capsule ontology to float on the top of sinkage dock pit 100, and when use facilitates capsule ontology above sinkage dock pit 100
It is positioned at water surface B.Need by capsule ontology remove sinkage dock pit when, enable to capsule ontology to float by air-pump inflating, facilitate by
Capsule ontology transports out of sinkage dock pit 100.
Specifically, at least two inflating ports are offered on capsule ontology, and air pump 400 is provided at each inflating port.Wherein
An at least inflating port is air inlet, and air pump 400 is facilitated to inflate by the inflating port into cavity 210.At least another inflating port is
Gas outlet facilitates air pump 400 that the gas in cavity 210 is discharged, and then facilitates the reuse of capsule ontology by the inflating port.
Specifically, at least an inflating port is opened on the side wall of capsule ontology one end, and at least another inflating port is opened in capsule sheet
On the side wall of the opposite other end of body.It is convenient to pass through wherein sky of the inflating port to capsule ontology when the size of capsule ontology is larger
Inflation in chamber 210.
Further, one end of capsule ontology and the other end are one end and the other end in capsule body length direction, Jin Ergeng
Add and conveniently capsule ontology is inflated.
Specific in the present embodiment, air pump 400 is two-way air pump, can realize intake and exhaust in same inflating port.When
So, in other embodiments, air pump 400 can also be unidirectional air pump, and a wherein at least air pump 400 is air intake pump, at least another
For exhaust pump.
In one embodiment, utricule structure 220 further includes gas-guide tube (not shown), and one end of gas-guide tube is connected to inflating port
Place, the other end of gas-guide tube are connected with air pump 400.It can be avoided air pump 400 by gas-guide tube to be directly connected on capsule ontology,
And then avoid air pump 400 when utricule component 200 is sunk in sinkage dock pit 100, sinkage dock pit 100 is also sunk to therewith, influences air pump 400
The stability of work.
Specifically, utricule structure 220 further includes air-stopping valve door (not shown), and air-stopping valve door is set on air pump 400 or leads
On tracheae.The circulation of gas in cavity 210 can be controlled by air-stopping valve door, while reinforcing the airtight of cavity 210 and gas-guide tube
Property.
In one embodiment, utricule structure 220 further includes tendons skeleton 221, and tendons skeleton 221 is set in cavity 210, and and capsule
The inner wall of ontology is connected.The structural strength of capsule ontology can effectively be reinforced by the way that tendons skeleton 221 is arranged, can preferably be maintained
The shape and size of capsule ontology after water-filling improve the stability of capsule ontology in a state of use.
Specifically, tendons skeleton 221 includes at least one reinforcing strip 222, and reinforcing strip 222 is set in capsule ontology, and will be empty
Chamber 210 is divided into the accommodating chamber 223 of at least two mutually separated settings, at least one intercommunicating pore is offered in reinforcing strip 222, even
Through-hole is connected to two neighboring accommodating chamber 223.It can reinforce the structural strength of capsule ontology by reinforcing strip 222, can preferably tie up
Hold the shape and size of capsule ontology after water-filling.It can be effectively connected to by the intercommunicating pore in reinforcing strip 222 simultaneously two adjacent
Accommodating chamber 223 facilitates the circulation of water or gas.
Specific in the present embodiment, tendons skeleton 221 includes multiple reinforcing strips 222, and multiple reinforcing strips 222 are in reticular structure phase
It connects.The cavity 210 of capsule ontology is divided into multiple accommodating chambers 223 by multiple reinforcing strips 222.In each reinforcing strip 222
At least one intercommunicating pore is offered, so that each accommodating chamber 223 is interconnected, facilitates gas and water in each accommodating chamber
Circulation between 223.
Specific in the present embodiment, tendons skeleton 221 is flexible body.When utricule structure 220 when not in use, facilitate utricule
220 folding storage of structure.Specifically, reinforcing strip 222 is flexible body.Further, reinforcing strip 222 is by synthetic fiber in high strength fabric
It is made into, so that reinforcing that there is good toughness and intensity.
In one embodiment, connection buckle is provided on the outer wall of capsule ontology.Pass through the utricule that connection buckle is convenient and adjacent
Structure 220 connects, and then is effectively formed stable utricule component 200, avoids relative motion occur between utricule structure 220.
It in another embodiment, can also be connected with each other by rope between two utricule structures 220, and then guarantee all capsules
Body structure 220 connects into an entirety, forms the utricule component 200 of stable structure, improves anti-siltation device 10 and prevents silt
Silt effect.
In one embodiment, the height of utricule component 200 is greater than or equal to the depth of sinkage dock pit 100.When utricule component 200 is heavy
After entering in sinkage dock pit 100, so that the top surface of utricule component 200 flushes or protrudes from sinkage dock pit 100 with the top surface of sinkage dock pit 100
Top surface, and then effectively silt is avoided to flow to sinkage dock pit 100, further avoid sediment siltation in sinkage dock pit 100.
Specific in the present embodiment, the height of utricule component 200 is slightly larger than the depth of sinkage dock pit 100, so that capsule after water-filling
Body component 200 slightly protrudes from 100 top surface of sinkage dock pit, therefore silt can be effectively prevented and fall into sinkage dock pit 100, and playing prevents mud
The effect of sand siltation.
Further, the height of capsule ontology is slightly larger than the depth of sinkage dock pit 100, the section configuration and sinkage dock pit of capsule ontology
100 section configurations match, and capsule body length is consistent with 100 cross dimensions of sinkage dock pit.The width of capsule ontology is 5m~10m.Capsule
Body structure 220 is set side by side to form utricule component 200 along the length direction of sinkage dock pit 100, avoids the size mistake of single capsule ontology
Greatly, the setting, transport and storage of utricule component 200 are influenced.
In one embodiment, anti-siltation device 10 further includes weight coating 230, and weight coating 230 is set to the bottom of utricule component 200
Portion, so that the bottom of utricule component 200 can fit with 100 inner wall of sinkage dock pit.Utricule group is enabled to by weight coating 230
Part 200 is effectively sunk in sinkage dock pit 100, and utricule component 200 is avoided to float in sinkage dock pit 100, can not be sunk, and then can not be had
Effect is full of sinkage dock pit 100.
Specifically, the shape of weight coating 230 and the shape of 100 bottom wall of sinkage dock pit match, so that weight coating 230 can have
Effect fits on the inner wall of sinkage dock pit 100.Further, weight coating 230 can be by sandbag, earth bag, concrete, sandstone or close
One of weights such as degree and plastics, metal similar in silt or a variety of compositions, so that weight coating 230 has enough weight,
It can effectively sink and be fitted on the inner wall of sinkage dock pit 100, and ensure that utricule component 200 is tieed up under the action of various power
Hold its stability being arranged in sinkage dock pit 100.
Specific in the present embodiment, weight coating 230 is set on the bottom wall of capsule ontology, and multiple utricule structures 220 are along heavy depressed place
The length direction or width direction in hole 100 are set side by side, and form utricule component 200.
Anti- siltation device 10 further includes protective layer 240, and protective layer 240 is set on the roof of utricule component 200.Due to capsule
The extexine of 200 roof of body component is exposed in water body, will receive the shadows such as the washing away of water flow, the abrasion of the stacking pressure of sandstone, blunt
Ring, by protective layer 240 can effective protection utricule component 200, extend utricule component 200 service life.
Specific in the present embodiment, protective layer 240 is set on the roof of capsule ontology, and multiple utricule structures 220 are along heavy depressed place
The length direction or width direction in hole 100 are set side by side, and form utricule component 200.
Referring to Fig. 1 to Fig. 3, the application method of the anti-siltation device 10 in an embodiment can effectively prevent sinking
Shoal materials in depressed place hole 100, and then facilitate the use of sinkage dock pit 100.It is anti-siltation device 10 application method the following steps are included:
According to the size of the part to be filled of sinkage dock pit 100, the size phase after water-filling with the part to be filled of sinkage dock pit 100 is selected
Matched utricule component 200, to facilitate utricule component 200 that can effectively fill the part to be filled of sinkage dock pit 100.Specifically,
It when sinkage dock pit 100 is completely idle, needs to be filled entire sinkage dock pit 100, selects one or more 220 shapes of utricule structure
At utricule component 200, entire sinkage dock pit 100 is filled.When sinkage dock pit 100 during operation, shallow water transition region or depth
The non-working region in pool is also at blank state, is arranged in the phytal zone of sinkage dock pit 100 or the non-working region of profundal zone
One or more utricule structures 220 form utricule component 200, so that the filling of utricule structure 220 is in the phytal zone of blank state
Or the non-working region of profundal zone.
Utricule component 200 is transported to the top of sinkage dock pit 100, facilitates the use of utricule component 200.Specifically, it uses
Automobile transports utricule component 200 to the waters side where sinkage dock pit 100, is transported utricule component 200 to heavy depressed place using tugboat
100 tops are cheated, and are positioned, to facilitate utricule component 200 that can effectively sink in sinkage dock pit 100.
Specifically, it is inflated into the cavity 210 of capsule ontology, so that utricule component 200 can float on the upper of sinkage dock pit 100
Side.Further, water pump 300 is connected at the filling opening of capsule ontology, air pump 400 is connected at the inflating port of capsule ontology.
Start water pump 300 and air pump 400 and water-filling and inflation are carried out to the cavity 210 of capsule ontology, so that the cavity 210 of part capsule ontology fills
The cavity 210 of water, another part is inflated, so that utricule component 200 effectively floats on the top of sinkage dock pit 100, is avoided simultaneously
Utricule component 200 is bubbled through the water column on B completely, influences the stability that utricule component 200 positions above sinkage dock pit 100.
Wherein, if utricule component 200 includes multiple utricule structures 220, when the transport of utricule component 200 to 100 institute of sinkage dock pit
Waters side, two neighboring utricule structure 220 is connected by the connection buckle of utricule structure 220, so that 200 shape of utricule component
At a stable entirety.
Water-filling is carried out by cavity 210 of the filling opening to capsule ontology, so that utricule component 200 gradually sinks to sinkage dock pit 100,
And fill sinkage dock pit 100.Water-filling is carried out by cavity 210 of the water pump 300 to capsule ontology, so that the weight of capsule ontology gradually increases
Add, so that the weight of utricule component 200 gradually increases, is gradually lowered into sinkage dock pit 100.
Specifically, the gas in cavity 210 is discharged by air pump 400, passes through water pump by booster air pump 400 and water pump 300
300 will into cavity 210 water-filling, utricule component 200 with weight the gravity being continuously increased with weight coating 230, constantly
Sink, until weight coating 230 and the inner wall of sinkage dock pit 100 fit, so that utricule component 200 fills sinkage dock pit 100.While by
Can have in the depth that the height of utricule component 200 is greater than sinkage dock pit 100 so that the roof of utricule component 200 protrudes from water body
Effect avoids sedimentation and siltation of the silt in sinkage dock pit 100.
Further, utricule component 200 sink it is in place after, sealing valve and air-stopping valve door are closed, so as to gas-guide tube and lead
Water pipe closing.Gas-guide tube and aqueduct merger are disposed.
In one embodiment, when needing using sinkage dock pit 100, after the water in cavity 210 is discharged, capsule ontology is shriveled.It will pressure
Capsule ontology after flat is attached on the inner wall of sinkage dock pit 100, can be to avoid the transport repeatedly of utricule component 200.
In another embodiment, when needing using sinkage dock pit 100, the water in cavity 210 is discharged, and into capsule cavity 210
Inflation, so that utricule component 200 floats out of sinkage dock pit 100；Utricule component 200 is transported out of into sinkage dock pit 100.By by utricule group
Part 200 transports out of sinkage dock pit 100, avoids the volume that utricule component 200 occupies sinkage dock pit 100, avoids influencing floating dock in heavy depressed place
Setting in hole 100.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (10)
1. a kind of utricule structure, which is characterized in that including capsule ontology, the side wall of the capsule ontology surrounds a cavity, the capsule sheet
The filling opening being connected with the cavity is offered on the side wall of body, the filling opening is described after water-filling for connecting water pump
The size of capsule ontology is adapted with the size of the sinkage dock pit.
2. utricule structure according to claim 1, which is characterized in that be also provided with inflation on the side wall of the capsule ontology
Mouthful, the inflating port is connected with the cavity, and the inflating port is for connecting air pump.
3. utricule structure according to claim 1, which is characterized in that further include tendons skeleton, the tendons skeleton is set to institute
It states in cavity, and is connected with the inner wall of the capsule ontology.
4. utricule structure according to claim 3, which is characterized in that the tendons skeleton includes at least one reinforcing strip, institute
It states reinforcing strip to be set in the capsule ontology, and the cavity is divided into the accommodating chamber of at least two mutually separated settings, it is described
At least one intercommunicating pore is offered in reinforcing strip, the intercommunicating pore is connected to two adjacent accommodating chambers.
5. a kind of anti-siltation device characterized by comprising
Utricule component, including at least one utricule structure according to any one of claims 1-4, if the utricule structure is one
A, the utricule structure can be set in sinkage dock pit；If the utricule structure be it is multiple, multiple utricule structures can be simultaneously
Column are set in sinkage dock pit；And
At least one water pump, is connected at least one water pump at the filling opening of each capsule ontology, the water pump for pair
The cavity water-filling, the size of the utricule component and the size of sinkage dock pit to be filled after water-filling match.
6. anti-siltation device according to claim 5, which is characterized in that the height of the utricule component is greater than or equal to institute
State the depth of sinkage dock pit.
7. anti-siltation device according to claim 5 or 6, which is characterized in that it further include weight coating, the weight coating setting
In the bottom of the utricule component.
8. a kind of application method of anti-siltation device, which comprises the following steps:
According to the size of sinkage dock pit part to be filled, match after selection water-filling with the size of sinkage dock pit part to be filled
Utricule component, the utricule component include at least one utricule structure, if the utricule structure is multiple, multiple utricule knots
Structure is set side by side；
The utricule component is transported to the top of the sinkage dock pit, wherein the utricule structure includes capsule ontology, the capsule sheet
The side wall of body surrounds a cavity, offers the filling opening being connected with the cavity on the side wall of the capsule ontology；
By the filling opening to the cavity water-filling, so that the utricule component, which gradually becomes, sinks to the sinkage dock pit again, and fill out
Fill the part to be filled of the sinkage dock pit.
9. the application method of anti-siltation device according to claim 8, which is characterized in that the utricule component to be transported to
The step of top of the sinkage dock pit includes:
To the empty interacvity air-filling of the capsule ontology, so that the utricule component can float on the top of the sinkage dock pit.
10. the application method of anti-siltation device according to claim 8, which is characterized in that by the filling opening to institute
Cavity water-filling is stated, so that the utricule component, which gradually becomes, sinks to the sinkage dock pit again, and fills the portion to be filled of the sinkage dock pit
After the step of dividing further include:
When needing using the sinkage dock pit, the water in the cavity is discharged, shrivels the capsule ontology；The capsule after shriveling
Ontology is attached on the inner wall of the sinkage dock pit；Or
When needing using the sinkage dock pit, the water in the cavity is discharged, and to the empty interacvity air-filling, so that the utricule
Component in the sinkage dock pit by floating；The utricule component is transported out of into the sinkage dock pit.
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| CN201910064127.2A CN109537522B (en) | 2019-01-23 | 2019-01-23 | Bag body structure, anti-fouling device and use method of anti-fouling device |
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| CN201910064127.2A CN109537522B (en) | 2019-01-23 | 2019-01-23 | Bag body structure, anti-fouling device and use method of anti-fouling device |
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| US20090148243A1 (en) * | 2005-07-05 | 2009-06-11 | Mcginn John H | Controlling Sediment |
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| CN106012970A (en) * | 2016-05-23 | 2016-10-12 | 中交第航务工程局有限公司 | Construction method for covering foundation bed with geotechnical cloth to prevent back silting |
| CN209941605U (en) * | 2019-01-23 | 2020-01-14 | 珠江水利委员会珠江水利科学研究院 | Utricule structure and prevent long-pending device |
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2019
- 2019-01-23 CN CN201910064127.2A patent/CN109537522B/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1563595A (en) * | 2004-04-18 | 2005-01-12 | 曾德胜 | Harness method for dredging riverway containing much fluvial sand |
| US20090148243A1 (en) * | 2005-07-05 | 2009-06-11 | Mcginn John H | Controlling Sediment |
| CN104878779A (en) * | 2015-05-28 | 2015-09-02 | 中交一航局第二工程有限公司 | Covering-type silt prevention cover plate, silt prevention system and construction method of immersed tunnel gravel foundation bed |
| CN106012970A (en) * | 2016-05-23 | 2016-10-12 | 中交第航务工程局有限公司 | Construction method for covering foundation bed with geotechnical cloth to prevent back silting |
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| CN109537522B (en) | 2023-12-05 |
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